CN204238549U - A kind of formwork support structure of steel reinforced concrete - Google Patents

A kind of formwork support structure of steel reinforced concrete Download PDF

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Publication number
CN204238549U
CN204238549U CN201420647633.7U CN201420647633U CN204238549U CN 204238549 U CN204238549 U CN 204238549U CN 201420647633 U CN201420647633 U CN 201420647633U CN 204238549 U CN204238549 U CN 204238549U
Authority
CN
China
Prior art keywords
template
keel
nut
iron
screw rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420647633.7U
Other languages
Chinese (zh)
Inventor
孔令正
杨玉飞
曹亚明
郭冬冬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Huajian Construction Co Ltd
Original Assignee
Jiangsu Huajian Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Huajian Construction Co Ltd filed Critical Jiangsu Huajian Construction Co Ltd
Priority to CN201420647633.7U priority Critical patent/CN204238549U/en
Application granted granted Critical
Publication of CN204238549U publication Critical patent/CN204238549U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A formwork support structure for steel reinforced concrete, relates to the design field of the shuttering supporting that can be used for steel reinforced concrete.The utility model comprises keel, template, i iron, two screw rods; I iron is arranged in template, and template-setup is in keel; Some flitches for supporting are provided with between template and keel; Be welded and fixed first nut respectively in the web both sides of i iron, two the first nut arrangements on the same axis; Two screw rods are arranged at the both sides of i iron respectively and are connected with the first corresponding nut thread with template through the keel of corresponding side successively respectively, and two screw rod horizontal arrangement on the same axis; Be threaded respectively concentric reducer nut on every root screw rod, inside the template of correspondence; The outer end of every root screw rod connects with corresponding keel respectively by the second nut.The utility model adopts two sections of screw rods, not only convenient but also save the duration during construction, do so more convenient to formwork, form removal, save time, saving of labor.

Description

A kind of formwork support structure of steel reinforced concrete
Technical field
The utility model relates to the design field of the shuttering supporting that can be used for steel reinforced concrete.
Background technology
I iron is had in the middle of the beam of conversion layer top board beam, by the as far as possible less perforate and forbid on-the-spot perforate of regulation and stipulation web, wear beam screw rod cannot fix, conventional method is that screw rod is curved on L shape welding web, and weld interval treats that the outer reinforcing bar binding of section steel beam is complete, but welding difficulty, as welded in advance, very difficult to assembling reinforcement, and do long in time limit like this, workload is large.
Utility model content
The utility model object is for above problem, provide a kind of easy to operate, save time, the formwork support structure of the steel reinforced concrete of saving of labor.
The utility model comprises keel, template, i iron, two screw rods; Described i iron is arranged in template, and described template-setup is in keel; Some flitches for supporting are provided with between described template and keel; Be welded and fixed first nut respectively in the web both sides of described i iron, two the first nut arrangements on the same axis; Two screw rods are arranged at the both sides of i iron respectively and are connected with the first corresponding nut thread with template through the keel of corresponding side successively respectively, and two screw rod horizontal arrangement on the same axis; Be threaded respectively concentric reducer nut on every root screw rod, inside the template of correspondence; The outer end of every root screw rod connects with corresponding keel respectively by the second nut.
The utility model installs i iron on soffit formwork, and side form is installed after beam steel bar colligation is complete.When side template is installed, first respectively one end of two screw rods being arranged on the first nut that web welded, concentric reducer nut is first installed in screw rod other end, then installs side form, then installs secondary joist and main joist, and last fixation has corrected.The utility model adopts two sections of screw rods, not only convenient but also save the duration during construction, do so more convenient to formwork, form removal, save time, saving of labor.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
As shown in Figure 1, the utility model comprises keel 1, template 2, i iron 3, two screw rods 4; I iron 3 is arranged in template 2, and template 2 is arranged in keel 1; Some flitches 5 for supporting are provided with between described template 2 and keel 1; Being welded and fixed first nut 6, two the first nuts 6 respectively in the web 3-1 both sides of i iron 3 arranges on the same axis; Two screw rods 4 are arranged at the both sides of i iron 3 respectively and are threaded with the first corresponding nut 6 through the keel 1 of corresponding side and template 2 successively respectively, and two screw rod 4 horizontal arrangement on the same axis; Be threaded respectively concentric reducer nut 7 on every root screw rod 4, inside the template 2 of correspondence; The outer end of every root screw rod 4 connects with corresponding keel 1 respectively by the second nut 8.

Claims (1)

1. a formwork support structure for steel reinforced concrete, is characterized in that: comprise keel, template, i iron, two screw rods; Described i iron is arranged in template, and described template-setup is in keel; Some flitches for supporting are provided with between described template and keel; Be welded and fixed first nut respectively in the web both sides of described i iron, two the first nut arrangements on the same axis; Two screw rods are arranged at the both sides of i iron respectively and are connected with the first corresponding nut thread with template through the keel of corresponding side successively respectively, and two screw rod horizontal arrangement on the same axis; Be threaded respectively concentric reducer nut on every root screw rod, inside the template of correspondence; The outer end of every root screw rod connects with corresponding keel respectively by the second nut.
CN201420647633.7U 2014-11-03 2014-11-03 A kind of formwork support structure of steel reinforced concrete Expired - Fee Related CN204238549U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420647633.7U CN204238549U (en) 2014-11-03 2014-11-03 A kind of formwork support structure of steel reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420647633.7U CN204238549U (en) 2014-11-03 2014-11-03 A kind of formwork support structure of steel reinforced concrete

Publications (1)

Publication Number Publication Date
CN204238549U true CN204238549U (en) 2015-04-01

Family

ID=52768062

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420647633.7U Expired - Fee Related CN204238549U (en) 2014-11-03 2014-11-03 A kind of formwork support structure of steel reinforced concrete

Country Status (1)

Country Link
CN (1) CN204238549U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104463A (en) * 2017-12-15 2018-06-01 山东金城建设有限公司 Girder with rolled steel section en cased in concrete form bracing system construction technology

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104463A (en) * 2017-12-15 2018-06-01 山东金城建设有限公司 Girder with rolled steel section en cased in concrete form bracing system construction technology

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150401

Termination date: 20191103